Here’s the Reader’s Digest version of my situation. I invite your comments on the health of the business model and the direction of the company. This discussion is independent of Covid.
My employer is in New England providing civil consulting engineering services including civil design, state...
I will soon be in a position to submit calculations for the first time on my steel-framed building that I've designed with Floor and 3D.
I don't have any guidelines for the extent of calculations they would like.
So, what output from Floor/3D do you typically provide? These programs have an...
Hi.
Subject: 4 and 6 inch thick normal weight concrete slabs with B-Lok type composite deck setting on bar joists or WF shapes without shear studs. Reinforcing not yet designed.
I've done several of these, but they were always small, single pours. I'm now tasked with designing a large-area...
Hopefully this is an easy one.
In Risa Floor I have a situation where I've applied area loads to a floor, but now wish to delete them. Using the graphical editor, I try to delete them by clicking in the area, but it doesn't delete. Nothing happens.
I've experienced a similar situation with...
First, thanks to all that make these forums a fantastic resource.
I'm a fairly new user to 3D and Floor. My steel framed buildings typically have two types of roof/floor assemblies.
What is the best way to model these two types of floors with respect to program inputs:
Roof: 20 or 22 ga...
